MOORE RD over CROW CREEK 034
Map
Coordinates:
+45.49103, -104.9746245°29'28" N, 104°58'29" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MOORE RD over CROW CREEK 034 |
Structure number: | L06032000+02001 |
Location: | 21M NW HAMMOND |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 47.9 ft. [14.6 m] |
Total length: | 49.9 ft. [15.2 m] |
Roadway width between curbs: | 14.8 ft. [4.5 m] |
Deck width edge-to-edge: | 16.7 ft. [5.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1938 |
Year reconstructed: | 2000 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 100 [as of 2004] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 49.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Fair | Satisfactory | Satisfactory | Fair | 100 | 49.0 |
September 2015 | Fair | Good | Satisfactory | Fair | 100 | 50.6 |
September 2013 | Fair | Good | Satisfactory | Fair | 100 | 50.6 |
September 2011 | Fair | Good | Satisfactory | Good | 100 | 56.8 |
September 2009 | Fair | Good | Satisfactory | Good | 100 | 57.9 |
September 2007 | Good | Good | Good | Good | 100 | 58.1 |
October 2005 | Good | Very Good | Very Good | Very Good | 100 | 48.9 |
March 2004 | Good | Very Good | Very Good | Very Good | 100 | 48.9 |
November 2001 | Good | Very Good | Very Good | Very Good | 100 | 58.0 |
November 1999 | Poor | Satisfactory | Poor | Serious | 100 | 33.4 |
February 1998 | Poor | Satisfactory | Poor | Serious | 100 | 33.4 |
November 1995 | Fair | Good | Satisfactory | Satisfactory | 31 | 56.9 |
May 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 31 | 59.0 |
February 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 31 | 60.4 |
March 1990 | Fair | Good | Very Good | Satisfactory | 31 | 69.1 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Steel Girder/Beam | linear ft. | 351 | 0 | 351 | 0 | 0 |
Substructure |
Steel Abutment | linear ft. | 85 | 85 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 680 | 408 | 272 | 0 | 0 |
Steel Pile | each | 4 | 0 | 4 | 0 | 0 |
Steel Protective Coating | sq. ft. | 101 | 100 | 1 | 0 | 0 |
Steel Pier Cap | linear ft. | 39 | 0 | 39 | 0 | 0 |
Deck |
Timber Deck | sq. ft. | 840 | 840 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 300 | 0 | 267 | 33 | 0 |